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On the Proper Estimation of the Confidence Interval for the Design Formula of Blast-Induced Vibrations with Site Records
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  • 作者:W. M. Yan (1)
    Ka-Veng Yuen (2)

    1. Department of Civil Engineering
    ; The University of Hong Kong ; Pokfulam ; Hong Kong ; China
    2. Department of Civil and Environmental Engineering
    ; University of Macau ; Av. Padre Tom谩s Pereira ; Taipa ; Macau ; China
  • 关键词:Bayesian analysis ; Blasting ; Explosions ; Ground vibration ; Monte Carlo simulation ; Reliability ; Scaled distance
  • 刊名:Rock Mechanics and Rock Engineering
  • 出版年:2015
  • 出版时间:January 2015
  • 年:2015
  • 卷:48
  • 期:1
  • 页码:361-374
  • 全文大小:1,800 KB
  • 参考文献:1. Ambraseys NN, Hendron AJ Jr (1968) Dynamic behaviour of rock masses. In: Stagg KG, Zienkiewiez OC (eds) Rock mechanics in engineering practice. Wiley, New York, pp 203鈥?36
    2. Buildings Department (2004) Code of practice for foundations. Buildings Department, Hong Kong SAR Government
    3. Buildings Department (2007) Practice notes for authorized persons, registered structural engineers and registered geotechnical engineers. APP-72: control of blasting. Buildings Department, Hong Kong SAR Government
    4. Buildings Department (2009) Practice notes for authorized persons, registered structural engineers and registered geotechnical engineers. APP-24: railway protection; railways ordinance; mass transit railway (land resumption and related provisions) ordinance; area number 3 of the scheduled areas in schedule 5, buildings ordinance, cap 123. Buildings Department, Hong Kong SAR Government
    5. Beck JL, Katafygiotis LS (1998) Updating models and their uncertainties. I: Bayesian statistical framework. J Eng Mech 124(4):455鈥?61 24:4(455)" target="_blank" title="It opens in new window">CrossRef
    6. Benjamin JR, Cornell CA (1970) Probability, statistics and decision for civil engineers. McGraw-Hill, New York
    7. Blair DP (2004) Charge weight scaling laws and the superposition of blast vibration waves. Fragblast 8(4):221鈥?39 2331291610" target="_blank" title="It opens in new window">CrossRef
    8. Blair DP (2011a) A probabilistic analysis of vibration based on measured data and charge weight scaling. In: Proceedings of the 6th EFEE World Conference on Explosives and Blasting Technique, Lisbon, Portugal, September 2011, pp 319鈥?37
    9. Blair DP (2011b) Making the most of blast measurements. Keynote Address, Explo 2011, Melbourne, Australia, November 2011, pp 3鈥?0
    10. Bureau of Indian Standards (BIS) (1973) Criteria for safety and design of structures subjected to underground blast. ISI bulletin IS-6922
    11. Cao Z, Wang Y (2012) Bayesian approach for probabilistic site characterization using cone penetration tests. J Geotech Geoenviron Eng 139(2):267鈥?76. doi:10.1061/(ASCE)GT.1943-5606.0000765 CrossRef
    12. Cao Z, Wang Y (2014) Bayesian model comparison and selection of spatial correlation functions for soil parameters. Struct Saf. doi:10.1016/j.strusafe.2013.06.003
    13. Ching J, Phoon K-K (2012) Modeling parameters of structured clays as a multivariate normal distribution. Can Geotech J 49(5):522鈥?45 2012-015" target="_blank" title="It opens in new window">CrossRef
    14. Ching J, Phoon K-K, Chen Y-C (2010) Reducing shear strength uncertainties in clays by multivariate correlations. Can Geotech J 47(1):16鈥?3 CrossRef
    15. Ching J, Chen J-R, Yeh J-Y, Phoon K-K (2012) Updating uncertainties in friction angles of clean sands. J Geotech Geoenviron Eng 138(2):217鈥?29 CrossRef
    16. Chiu CF, Yan WM, Yuen K-V (2012a) Reliability analysis of soil鈥搘ater characteristics curve and its application to slope stability analysis. Eng Geol 135鈥?36:83鈥?1 2012.03.004" target="_blank" title="It opens in new window">CrossRef
    17. Chiu CF, Yan WM, Yuen K-V (2012b) Estimation of water retention curve of granular soils from particle-size distribution鈥攁 Bayesian probabilistic approach. Can Geotech J 49(9):1024鈥?035 2012-062" target="_blank" title="It opens in new window">CrossRef
    18. Davies B, Farmer IW, Attewell PB (1964) Ground vibrations from shallow subsurface blasts. Engineer 217:553鈥?59
    19. Dowding CH (1985) Blast vibration monitoring and control. Prentice-Hall, Englewood Cliffs
    20. Dowding CH (1996) Construction vibrations. Prentice-Hall, Englewood Cliffs
    21. Draper NR, Smith H (1981) Applied regression analysis, 2nd edn. Wiley, New York
    22. Duvall WI, Petkof B (1959) Spherical propagation of explosion generated strain pulses in rock. USBM Report of Investigation 5483
    23. Fenton GA, Griffiths DV (2005) Three-dimensional probabilistic foundation settlement. J Geotech Geoenviron Eng 131(2):232鈥?39 241(2005)131:2(232)" target="_blank" title="It opens in new window">CrossRef
    24. Fenton GA, Griffiths DV (2008) Risk assessment in geotechnical engineering. Wiley, New York 2/9780470284704" target="_blank" title="It opens in new window">CrossRef
    25. Geotechnical Engineering Office (GEO) (2006) GEO circular no. 27. Geotechnical control of blasting. Geotechnical Engineering Office, Civil Engineering Department, Hong Kong SAR Government
    26. Ghosh A, Daemen JK (1983) A simple new blast vibration predictor. In: Proceedings of the 24th US Rock Mechanics Symposium (USRMS), College Station, Texas, June 1983, pp 151鈥?61
    27. Griffiths DV, Fenton GA (1998) Probabilistic analysis of exit gradients due to steady seepage. J Geotech Geoenviron Eng 124(9):789鈥?97 241(1998)124:9(789)" target="_blank" title="It opens in new window">CrossRef
    28. Griffiths DV, Huang J, Fenton GA (2009) Influence of spatial variability on slope reliability using 2-D random fields. J Geotech Geoenviron Eng 135(10):1367鈥?378 CrossRef
    29. Hastings WK (1970) Monte Carlo sampling methods using Markov chains and their applications. Biometrika 57(1):97鈥?09 CrossRef
    30. Hong Kong Special Administrative Region (HKSAR) (2006) General specification for civil engineering works. Hong Kong SAR Government
    31. Huang J, Griffiths DV, Fenton GA (2010) Probabilistic analysis of coupled soil consolidation. J Geotech Geoenviron Eng 136(3):417鈥?30 238" target="_blank" title="It opens in new window">CrossRef
    32. Langefors U, Kihlstr枚m B (1963) The modern technique of rock blasting. Wiley, New York
    33. Li UK, Ng SY (1992) Prediction of blast vibration and current practice of measurement in Hong Kong. In: Proceedings of the Conference Asia Pacific鈥擰uarrying the Rim, Hong Kong, April 1992, pp 119鈥?35
    34. Metropolis N, Rosenbluth AW, Rosenbluth MN, Teller AH, Teller E (1953) Equation of state calculations by fast computing machines. J Chem Phys 21(6):1087鈥?092 CrossRef
    35. Needham J (1987) Science and civilisation in China. Volume 5: chemistry and chemical technology. Part 7: military technology: the gunpowder epic. Cambridge University Press, Cambridge
    36. Pal Roy P (1993) Putting ground vibration predictors into practice. Colliery Guardian 241:63鈥?0
    37. Persson P-A, Holmberg R, Lee J (1993) Rock blasting and explosives engineering. CRC Press, Boca Raton
    38. Phoon K-K, Kulhawy FH (2005) Characterisation of model uncertainties for laterally loaded rigid drilled shafts. G茅otechnique 55(1):45鈥?4 2005.55.1.45" target="_blank" title="It opens in new window">CrossRef
    39. Phoon K-K, Santoso A, Quek S-T (2010) Probabilistic analysis of soil-water characteristic curves. J Geotech Geoenviron Eng 136(3):445鈥?55 222" target="_blank" title="It opens in new window">CrossRef
    40. Wang Y (2011) Reliability-based design of spread foundations by Monte Carlo simulations. G茅otechnique 61(8):677鈥?85
    41. Wang Y, Au S-K, Cao Z (2010) Bayesian approach for probabilistic characterization of sand friction angles. Eng Geol 114(3鈥?):354鈥?63 2010.05.013" target="_blank" title="It opens in new window">CrossRef
    42. Wong HN, Pang PLR (1992) Assessment of stability of slopes subjected to blasting vibration. GEO report no. 15. Civil Engineering and Development Department, Hong Kong SAR Government
    43. Yan WM, Yuen K-V, Yoon GL (2009) Bayesian probabilistic approach for the correlations of compression index for marine clays. J Geotech Geoenviron Eng 135(12):1932鈥?940 CrossRef
    44. Yan WM, Tham LG, Yuen K-V (2012) Reliability of the design formula of blast-induced vibrations. In: Proceedings of the 13th World Conference of the Associated Research Centers for the Urban Underground Space, Singapore, November 2012, pp 1112鈥?118
    45. Yan WM, Tham LG, Yuen K-V (2013) Reliability of empirical relation on the attenuation of blast-induced vibrations. Int J Rock Mech Min Sci 59:160鈥?65
    46. Yuen K-V (2010a) Bayesian methods for structural dynamics and civil engineering. Wiley, New York 2/9780470824566" target="_blank" title="It opens in new window">CrossRef
    47. Yuen K-V (2010b) Recent developments of Bayesian model class selection and applications in civil engineering. Struct Saf 32(5):338鈥?46 2010.03.011" target="_blank" title="It opens in new window">CrossRef
    48. Yuen K-V, Katafygiotis LS (2005) An efficient simulation method for reliability analysis of linear dynamical systems using simple additive rules of probability. Probabl Eng Mech 20(1):109鈥?14 2004.07.003" target="_blank" title="It opens in new window">CrossRef
    49. Yuen K-V, Kuok S-C (2011) Bayesian methods for updating dynamic models. Appl Mech Rev 64(1):010802-1鈥?10802-18 CrossRef
    50. Yuen K-V, Mu H-Q (2011) Peak ground acceleration estimation by linear and nonlinear models with reduced order Monte Carlo simulation. Comp Aided Civ Infra Eng 26(1):30鈥?7
    51. Zhang LM, Tang WH, Zhang LL, Zheng JG (2004) Reducing uncertainty of prediction from empirical correlations. J Geotech Geoenviron Eng 130(5):526鈥?34 241(2004)130:5(526)" target="_blank" title="It opens in new window">CrossRef
    52. Zhang J, Zhang LM, Tang WH (2009) Bayesian framework for characterizing geotechnical model uncertainty. J Geotech Geoenviron Eng 135(7):932鈥?40 CrossRef
  • 刊物类别:Earth and Environmental Science
  • 刊物主题:Earth sciences
    Geophysics and Geodesy
    Civil Engineering
  • 出版者:Springer Wien
  • ISSN:1434-453X
文摘
Blast-induced ground vibration has received much engineering and public attention. The vibration is often represented by the peak particle velocity (PPV) and the empirical approach is employed to describe the relationship between the PPV and the scaled distance. Different statistical methods are often used to obtain the confidence level of the prediction. With a known scaled distance, the amount of explosives in a planned blast can then be determined by a blast engineer when the PPV limit and the confidence level of the vibration magnitude are specified. This paper shows that these current approaches do not incorporate the posterior uncertainty of the fitting coefficients. In order to resolve this problem, a Bayesian method is proposed to derive the site-specific fitting coefficients based on a small amount of data collected at an early stage of a blasting project. More importantly, uncertainty of both the fitting coefficients and the design formula can be quantified. Data collected from a site formation project in Hong Kong is used to illustrate the performance of the proposed method. It is shown that the proposed method resolves the underestimation problem in one of the conventional approaches. The proposed approach can be easily conducted using spreadsheet calculation without the need for any additional tools, so it will be particularly welcome by practicing engineers.

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